CA2805740C - Bladderless pipeliner and method for using same - Google Patents

Bladderless pipeliner and method for using same Download PDF

Info

Publication number
CA2805740C
CA2805740C CA2805740A CA2805740A CA2805740C CA 2805740 C CA2805740 C CA 2805740C CA 2805740 A CA2805740 A CA 2805740A CA 2805740 A CA2805740 A CA 2805740A CA 2805740 C CA2805740 C CA 2805740C
Authority
CA
Canada
Prior art keywords
liner
lateral
tube
liner tube
pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CA2805740A
Other languages
French (fr)
Other versions
CA2805740A1 (en
Inventor
Larry W. Kiest, Jr.
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LMK Technologies LLC
Original Assignee
LMK Technologies LLC
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=39792221&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=CA2805740(C) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by LMK Technologies LLC filed Critical LMK Technologies LLC
Publication of CA2805740A1 publication Critical patent/CA2805740A1/en
Application granted granted Critical
Publication of CA2805740C publication Critical patent/CA2805740C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/162Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe
    • F16L55/165Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section
    • F16L55/1651Devices for covering leaks in pipes or hoses, e.g. hose-menders from inside the pipe a pipe or flexible liner being inserted in the damaged section the flexible liner being everted
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C63/00Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/26Lining or sheathing of internal surfaces
    • B29C63/34Lining or sheathing of internal surfaces using tubular layers or sheathings
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/16Devices for covering leaks in pipes or hoses, e.g. hose-menders
    • F16L55/179Devices for covering leaks in pipes or hoses, e.g. hose-menders specially adapted for bends, branch units, branching pipes or the like
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L55/00Devices or appurtenances for use in, or in connection with, pipes or pipe systems
    • F16L55/26Pigs or moles, i.e. devices movable in a pipe or conduit with or without self-contained propulsion means
    • F16L55/265Pigs or moles, i.e. devices movable in a pipe or conduit with or without self-contained propulsion means specially adapted for work at or near a junction between a main and a lateral pipe

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Pipe Accessories (AREA)

Abstract

A lining apparatus and method is provided that obviates the need for a bladder to press the liner against the host pipe. The lining apparatus may include an extension tube sealed to the liner at one of its ends with an inversion mechanism attached to the other end of the liner for inverting the liner to its desired position within the pipe to be repaired. The lining apparatus can also avoid the use of an extension tube by temporarily closing the liner during the inversion process so that the liner can be inflated when pressurized by a fluid and then sealing an open end of the liner after it has been inverted into the pipe.

Description

TITLE: BLADDERLESS PIPELINER AND METHOD FOR USING SAME
This application is a divisional of Serial No. 2,682,634 filed March 28, 2008.
BACKGROUND OF THE INVENTION
The present invention relates to a bladderless pipeliner and method for using same.
Prior apparatus and methods for repairing pipelines have included an inversion bladder tube as well as a felt liner tube. The liner tube is positioned inside the bladder tube and the action of the bladder tube during inversion causes the liner and the bladder tube to invert together. Once the inversion is complete the bladder that was originally on the outside of the liner is reversed to be on the inside, and the liner which was originally inside the bladder has been reversed to be outside the bladder. The bladder is then inflated to press the liner against the sewer pipe wall. These two together may be referred to as a liner/bladder assembly.
In these prior art liner/bladder assemblies, the bladder is longer than the liner. The end of the bladder includes a wick and a source of vacuum for facilitating the introduction of resin into the bladder tube to cause impregnation of the liner tube. Since the bladder is longer than the liner, the bladder continues to invert a short distance even when the liner is fully inverted. The bladder portion that extends past the end of the liner keeps the end of the liner open so there is no need to cut the end of the liner.
The bladder material used in the prior art has sometimes been made of reinforced urethane. Urethane withstands heat generated during curing of the resin.
Urethane also has an excellent stretch characteristic and that is important for the bladder to be sized somewhat smaller than the host pipe. The bladder and liner then both stretch under pressure leaving a smooth bore interior of the newly cured-in-place liner.
The urethane bladder is very expensive. It represents approximately 60% of the liner/bladder assembly in raw material cost. Bladder material must be slit into the appropriate lay flat size. It is then welded into a tube and air tested for leaks and burst pressure. Then the liner tube is pulled inside of the bladder tube and this can be a difficult task, especially if the lengths are long. The bladder tube must be laid out straight with a rope passing through it so that the liner can be pulled through the bladder.
If the liner is 200 feet long the manufacturing facility must have an assembly table that is at least 200 feet long also.
Therefore, a primary object of the present invention is the provision of an improved bladderless pipeliner and method for using same.
A further object of the present invention is the use of a bladderless pipeliner which does not include an inversion bladder.
A further object of the present invention is the provision of an apparatus and method which are economical to use, efficient in operation, and durable after installing.

BRIEF SUMMARY OF THE INVENTION
The foregoing objects may be achieved by an apparatus for repairing a pipeline comprising an elongated liner tube having a liner tube wall comprised of a resin absorbent material. The liner tube includes at least first and second ends. The liner tube wall includes first and second opposite wall surfaces. An uncured and unhardened resin impregnates the resin absorbent material of the liner tube wall. An extension tube is provided having a tube shaped open end and a close end. A sealing member detachably secures the tube shaped open end of the extension tube to the first end of the liner tube and forms a substantially fluid tight seal therebetween. A flexible pulling line is connected to the closed end of the bladder extension.
Inversion means are connected to the second end of the liner tube for inverting the liner tube from an initial position wherein the first wall surface of the liner tube wall is facing in an inward radial direction and the second wall surface of the liner tube is facing in an outward radial direction to an inverted position wherein the first wall surface faces in an outward radial direction and the second wall faces in an inward radial direction.
The term "inversion means" as used herein includes various apparatus shown in the prior art for inverting liner tubes into a pipeline. Examples are shown in U.S. Patent No.
5,816,293, which shows various embodiments of apparatus for inverting the liner tubes.
Another reference, U.S. Patent No. 6,021,815, shows various types of launcher devices which may be used for repairing a main sewer line or a lateral sewer line, and which will accommodate either elongated cylindrical liner tubes or T-shaped liner tubes.
U.S. Patent - Nos. 5,950,682 and 6,039,079 show metal launcher devices which may be used as
2 inversion means. The term inversion means also includes the launcher as shown in Figures 1-4 of the present application and the inverter tank shown in Figures 10 and 11. Other apparatus for inverting the liner tube, either into the main line or into the lateral line are included in the term "inversion means".
According to a further feature of the present invention, a metal launcher is utilized and includes an inflatable cuff between the launcher tube and the main liner member. A
second fluid conduit is connected to the inflatable cuff for inflating the cuff and causing the cuff to exert pressure on the main liner member in an outward direction away from the launcher tube. In this configuration a lateral liner tube is connected to the main liner member to create a T-shaped configuration. The lateral liner tube is included inside the launcher tube whereas the main liner member is positioned outside the launcher tube.
According to another feature of the invention, the liner tube wall includes a plastic layer covering the outside of the liner tube when the liner tube is in its initial position and the plastic layer is positioned inside the liner tube after the liner tube is inverted to its inverted position.
The method of the present invention comprises taking the liner tube, attaching an inversion means to the first end of the liner tube, and attaching a tube-shaped end of an extension tube to a second end of the liner tube. The extension tube includes a closed end opposite from its tube shaped end. Next, a liquid uncured resin is impregnated into the absorbent material of the liner tube wall. An inversion means is then used to invert the liner tube in the pipeline from an initial position wherein the first wall surface of the liner tube faces in an inward radial direction and the second wall surface of the liner tube faces in an outer radial direction to an inverted position wherein the first wall surface of the liner faces in an outward radial direction and the second wall surface faces in an inward radial direction. The resin is then permitted to cure and harden. Finally the extension tube is pulled away from the liner tube to detach the extension tube from the liner tube.
According to another feature of the method, the attachment step comprises using a sealing member to attach the liner to the bladder extension. The step of pulling the extension tube away from the liner tube further comprises detaching the sealing member from the liner tube while keeping the sealing member attached to the bladder extension.
3 =

The present invention can also be practiced without the use of extension tube.

Here, the second end of the liner tube is temporarily closed. When the liner tube is inverted, the means used to close the second end of the liner tube is blown off, leaving the liner tube fully inverted and open at its second end. Next, an inflatable plug is inserted into the open second end of the liner tube, and the plug is inflated so as to seal the second end of the liner tube.
According to another feature of the invention, the pipeline comprises a main pipeline and a lateral pipeline which form a juncture with the main pipeline.
The method further comprises a main liner portion outside the launcher device and a lateral liner portion inside the launcher device before the inversion step. The inflation step further comprises inflating the main liner so as to contact the main pipe. The inversion step further comprises inverting the lateral liner portion out of the launcher device through a launcher device opening in the launcher device into the lateral pipeline.
A further feature of the invention includes a tank which is utilized as an inversion means and which contains the liner tube before the inverting step. The tank includes a tank opening and the inverting step comprises inverting the liner tube out of the tank through the tank opening.

BRIEF DESCRIPTION OF THE DRAWINGS
Figure 1 is a sectional view of an embodiment of the present invention.
Figure IA is an enlarged sectional view taken along line 1A-1A of Figure 1.
Figure 1B is a sectional view taken line 1B-1B of Figure 1.
Figure 2 is a sectional view similar to Figure 1, but showing the liner tube in an inverted position. -Figure 3 is a view similar to Figure 2, but showing the initial pulling of the extension tube to remove it from the liner tube.
Figure 4 is a view similar to Figure 3 showing the extension tube completely removed from the liner tube.
Figures is a perspective view of a modified form of the invention.
Figure 6 is a sectional view showing the modification of Figure 5 in a main pipeline and lateral pipeline junction.
4 =

Figure 7 is a view similar to Figure 6, but showing the inflatable cuff in its inflated position.
Figure 8 is a view similar to Figures 6 and 7, but showing the lateral pipeliner in its inverted condition.
Figure 9 is a view similar to Figure 8, but showing the extension tube fully removed from the lateral pipe liner.
Figure 10 is a sectional view similar to Figure 6, illustrating an embodiment of the present invention without an extension tube.
Figure 11 is a sectional view showing the lateral liner tube completely inverted and sealed with an inflatable plug.
Figure 12 is a sectional view showing a modified form of the inversion means which can be used for the present invention.
Figure 13 is a sectional view of a manhole and pipeline utilizing the inversion means of Figure 12 for inverting the pipeliner of the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT
Referring to the drawings, the numeral 10 generally designates a main pipeline requiring repair. The numeral 12 refers to the apparatus for repairing the main pipeline.
Apparatus 12 includes a launcher tube assembly 14 comprising a launcher tube 16 and a launcher end cap 18. End cap 18 includes a fluid inlet 20 for introducing fluid under pressure and a rope opening 22 for permitting a rope to exit through the launcher end cap.
At the forward end of the launcher tube assembly 14 is a launcher collar 24 which is comprised of a rigid material such as metal. The launcher collar 24 defines a launcher tube opening 26.
A liner tube 28 is comprised of a felt material 30 and a plastic layer 32 (Figure 1A).
The felt material is adapted to absorb a liquid resin, and the plastic material is adapted to provide an impervious smooth continuous surface. In the position shown in Figures 1 and 1A, the plastic layer 32 is located on the outside of the liner tube 28 and the felt layer 30 is located on the inside. During the inversion process which will be described below, the liner tube is inverted so that the felt layer 30 is on the outside of the liner tube and the smooth plastic layer 32 is on the inside of the liner tube 28.
5 Liner tube 28 includes a first end 34 which is folded back on the outer surface of the launcher tube 12 in alignment with the rigid collar 24. A second end 36 is positioned inside the launcher tube 28. A pair of launcher flaps 38 are positioned outside the first end 34 of liner tube 28, and extend forwardly to receive a pulling line 40 through grommets 44.
The pulling line 40 includes a releasable knot 42 which permits the pulling line to be removed from the device after the sewer line repair has been complete.
A clamp 46 surrounds the first end 34 of liner tube 28, the end of the launcher tube 16, and the rigid collar 24 so as to clamp those parts together.
Attached to the second end 36 of the liner tube 28 is an extension tube 48.
Extension tube 48, preferably made from a flexible "lay flat" hose, includes a closed end 50 having a plug 52 therein. A flexible line 54 is attached to the plug 52 and extends through the rope opening 22 in the launcher end cap 18. The extension tube 48 also includes a tubular open end 56 which surrounds the second end 36 of liner tube 28. Use of a rigid plug 52 in the end of the extension tube 48 can, in some applications, make it difficult to navigate around bends in the pipeline 10. An alternative (not shown) is to fanfold the closed end 50 of the extension tube into several layers and put a grommet through the layers with a rope fed through the grommet.
An adhesive material 58, such as a 2-sided tape (preferably carpet tape or pressure sensitive tape) or a liquid adhesive (preferably Tetrahydrofuran (THF)) is used to attach the open end 56 of the extension tube 48 to the liner tube 28. The adhesive material 58 provides a sealed connection between the liner tube 28 and the extension tube 48.
Extension tube 48 may be further attached to the liner tube by means of connecting tabs 60 which are welded to the extension tube 48, and which are attached to the felt surface 30 of the liner tube 28 by means of frangible stitches 62. The term "frangible stitches" refers to stitches which are connected to the liner tube 28, but which can be torn away by the pulling of rope 54. This further means of attaching the extension tube 48 to the liner tube 28 by using connecting tabs 60 is an added feature and is not necessary to perform the invention by using an adhesive to attach the extension tube 48 to the liner tube 28.
In operation, the liner tube 28 is impregnated with a liquid uncured resin.
Resin impregnates the felt material 30, and remains in an uncured state. The liner tube 28 is then pulled within the launcher tube 12 and is transported to the location of the pipeline
6 requiring repair. Figure 1 illustrates the apparatus 12 located within a main sewer line 10 which requires repair.
Figure 2 illustrates the apparatus in its inverted condition. The axial lengths of liner tube 28 and launcher tube 16 are shown shorter than in Figure 1 so as to show the various layers in enlarged scale. To obtain this inversion, fluid under pressure, preferably air, is introduced through fluid inlet 20. This causes the liner tube 28 to invert outwardly through the collar 24 to the position shown in Figure 2. The extension tube 48 also inverts outwardly, and the line 54 is permitted to extend outwardly with the inversion. In the position shown in Figure 2, the adhesive material 58 has reversed its position, and is located inside the liner tube 28 and the extension tube 18. In Figure 1 the adhesive material is on the outside of the liner tube 28 and the extension tube 48.
Similarly the tabs 60 are inverted from a position outside the liner tube 28 and the extension tube 48 (Figure 1B) to an inverted position wherein one of their ends is positioned inside the liner tube 28 and the other of their ends (with stitches 62 thereon) is positioned between adhesive material 58 and liner tube 28.
After the liner tube 28 has been inverted into the main pipeline, the resin is permitted to cure and harden. The extension tube 48 preferably includes an air exhaust port that for regulating and controlling the pressure and temperature within the line 28 during the curing process. After the resin has cured and hardened, the rope 54 is pulled to cause the extension tube 48 to break away from the liner tube 28. In this break away action, the tabs 60, because of their frangible stitching 62, are easily torn away from the interior of the liner tube 28. The adhesive material 58 is shown in Figure 3 to be folded back upon itself during the pulling action. This permits the adhesive material to peel away from the interior surface of the liner tube 28 while at the same time remaining attached to the extension tube 48.
Figure 4 illustrates the extension tube, the tabs 60, and the adhesive material 58 completely removed from the interior of the liner tube 28.
Figures 5-9 illustrate the use of the present bladderless liner in a T-shaped .
configuration for repairing a main pipeline 72 having a lateral pipeline 74 extending there from. The modified assembly is designated generally by the numeral 70. It is used for repairing a main pipeline 72 having a lateral pipeline 74 extending therefrom.
7 _ Assembly 70 includes a metal launcher tube 76 having closed opposite ends and a launcher tube opening 78 (Figure 6) intermediate those opposite ends. At one end of the launcher tube 76 is a fluid inlet 80 having a fluid hose 81 connected thereto.
A line opening 82 is adapted to receive a flexible line 104. At the opposite end of the launcher tube 76 is a grommet 84 having a pull line 86 attached thereto.
A T-shaped liner tube 88 includes a main liner member 90 (preferably a flat sheet formed in the shape of a tube) and a lateral liner tube 92 which are joined together forming a liner assembly. The liner assembly is comprised of the resin absorbent material shown in the liner assembly of Figure 1. The main liner member 90 is positioned outside the launcher tube 76 and includes its smooth surface 32 directed inwardly towards the interior of the sewer line 72. The lateral liner tube 92 is inverted inwardly into the interior of the launcher tube 76. In this position the lateral liner tube has its smooth surface 32 facing radially outwardly and its felt surface 30 facing radially inwardly. The juncture between the main liner member 90 and the lateral liner tube 92 is provided with a main liner member opening 94.
An extension tube 96 includes a closed end 98 having a plug 100 therein. As described previously, fan folding the closed end 98 of the extension tube 96 and placing a grommet therethrough obviates the need for a plug 100 and in some instances makes it easier to navigate around bends in the pipeline. An open end 102 of the extension tube surrounds the one end of the lateral liner tube 92. A tape 106 or other adhesive material secures the two together and seals around the periphery of the open end 102.
Tabs 108 are attached to the extension tube 96 and the lateral liner tube 92 in the same manner described for Figure 1. Stitches 110 frangibly attach the tabs 108 to the liner tube 92.
Between the main liner member 90 and the steel launcher tube 76 is an inflatable cuff 112 which includes a first cuff end 114 and a second cuff end 116 which are attached to the outer surface of the metal liner tube 76. This may be done by vulcanizing, or by adhesive means, or by mechanical means such as clamps or simply friction caused by a tight fit. The cuff 112 has intermediate its opposite ends a cuff opening 118 which is folded over its cuff opening perimeter 120 and which is attached to the launcher tube opening 78 in a manner shown in Figure 6. The cuff 112 includes at one end thereof a fluid inlet 122 to which is attached a fluid hose 124.
8 In operation the assembly 70 is pulled by means of rope 86 to the appropriate position within the main pipeline 72 so that the launcher tube opening 78 is aligned with the lateral pipeline 74 as shown in Figure 6. During this positioning step the inflatable cuff 112 is deflated so as to permit the assembly to move easily within the main pipeline 72.

Next, the hose 124 is used to introduce fluid such as air into the inflatable cuff 112 so as to cause it to expand radially outwardly and force the main liner member into tight engagement with the interior surface of the main pipeline 72. This properly positions the main liner member 90, and it also forms a seal between the main liner member 90 and the main pipeline 72.

Next, air or other fluid is introduced through fluid conduit 81 into the interior of the steel launcher tube 76. This causes the lateral liner tube 92 to invert upwardly into the lateral pipeline as shown in Figure 8. In this position the main liner member 90 and the lateral liner tube 92 form a T-shaped configuration 88.

The resin is then permitted to cure and harden, and after the curing, the rope 104 is pulled to remove the extension tube 96 from the lateral liner tube 92 in the same manner as described for the embodiment shown in Figure 1. Figure 9 shows the extension tube 96 completely removed with the inflatable cuff 112 again deflated.
The present invention can also be practiced without an extension bladder. An exemplary embodiment is illustrated in Figures 10 and 11. Here, the end 93 of the lateral liner tube 92 opposite the main liner member 90 is temporarily closed, preferably by tying a rope 105 around the end 93 of the lateral liner tube 92. This creates a temporary seal at the end 93 of the lateral liner tube 92 during the inversion process. The rope 105 which is tied to the end 93 of the lateral liner tube 92 is also attached to line 104. The lateral liner tube - 92 is pulled into the launcher tube 76 by pulling on the line 104. Inverting the lateral liner tube 92 causes the rope 105 that is tied to the end 93 of the lateral liner tube 92 to be pushed off by pressure applied within the lateral liner tube 92. This leaves the end 93 of the lateral liner tube 92 open with the lateral liner tube 92 in the inverted position. As shown in Figure 11, the end 93 of the lateral liner tube is at a remote portion of the lateral pipe, such that the end 93 cannot be sealed or closed directly by an operator.
To overcome this problem, a plug 115 is inserted (typically through a cleanout 117) in the end 93 of the lateral liner tube 92 (see Figure_ 11). The plug 115 is inflated using a separate air hose 119
9 to form a seal at the end 93 of the lateral liner tube 92 so as to keep the liner tube 92 under pressure and inflated until the resin has cured. The plug 115 should include an exhaust port (not shown) for regulating the pressure and temperature inside the lateral liner tube 92.
Upon curing of the resin, the plug 115 is deflated and removed. Those skilled in the art having the benefit of this disclosure will appreciate that tape, elastic bands, twine or the like may be substituted for the rope 105 as a means for temporarily closing the end 93 of the lateral liner tube 92.
Figures 12 and 13 illustrate a modified form of inversion means which can be used for inverting the liner tube of the present invention. The inversion means comprises a pressure tank 128 having a boss 130 thereon. A tank wall 132 encloses a tank chamber 134. A fluid inlet boss 136 is also provided and is connected to a fluid conduit 138 which is capable of introducing fluid under pressure into the tank chamber 134. A
valve 148 is capable of opening and closing to permit the introduction or stopping of the fluid under pressure.
Within the tank chamber 134 is a liner tube coil 140 formed from a liner tube of the configuration shown in Figures 1-4 or 5-9. A pivot axle 142 is provided at the center.
While shown only in a schematic form, the plug 52 and the extension tube 48 are also wound into the coil and are identified by numerals in Figure 10. The flexible line 54 is wound at the center of the coil.
The end 34 of the liner tube 28 is folded over on the outside of the boss 130 so that when air is introduced under pressure into the tank chamber 134, the liner tube 128 inverts out of the boss 130 in the manner shown in Figure 11. Figure 11 shows a manhole 144 which is in communication with the main sewer line 150. The extension tube 48 is attached by means of tape 58 to the liner tube 28, and the line 54 extends outwardly and upwardly to the top of the manhole 144. After the inversion is complete, the line 54 is pulled to remove the extension tube from the cured liner tube.
In the drawings and specification there has been set forth a preferred embodiment of the invention, and although specific terms are employed, these are used in a generic and descriptive sense only and not for purposes of limitation. Changes in the form and the proportion of parts as well as in the substitution of equivalents are contemplated as
10 circumstances may suggest or render expedient. The scope of the claims should not be limited by the preferred embodiments set forth above, but should be given the broadest interpretation consistent with the description as a whole.
11

Claims (14)

WHAT IS CLAIMED IS:
1. A method for repairing a main pipe and a lateral pipe connected thereto and in communication therewith to form a pipe joint, the method comprising:
taking a liner assembly including a main liner member and a lateral liner tube having first and second opposite liner tube ends and a liner tube wall including an absorbent material capable of absorbing an uncured resin, the liner tube wall having first and second opposite wall surfaces, and the first end of the lateral liner tube joined with the main liner member;
impregnating the liner assembly with an uncured resin;
frangibly closing the second end of the liner tube;
moving the liner assembly within the main pipe to a position where the first end of the lateral liner tube is adjacent the pipe joint;
pressing the main liner member against the main pipe;
inverting the lateral liner tube in the lateral pipe from an initial position wherein the first wall surface of the lateral liner tube faces in an inward radial direction and the second wall surface of the lateral liner tube faces in an outward radial direction to an inverted position wherein the first wall surface of the lateral liner tube faces in an outward radial direction against the lateral pipe and the second wall surface faces in an inward radial direction;
pressurizing the lateral liner tube with a fluid;
pressing the first wall surface of the lateral liner tube against the lateral pipe such that the second end of the liner tube becomes open; and allowing the resin to cure and harden.
2. The method of claim 1 further comprising inserting a plug into the second end of the lateral liner.
3. The method of claim 2 wherein the plug is an inflatable plug.
4. The method of claim 3 wherein the inflatable plug is inflated after being inserted into the second end of the lateral liner tube.
5. The method of claim 4 wherein the inflatable plug is deflated and removed from the second end of the liner tube after the resin has cured and hardened.
6. The method of claim 1 wherein the main liner member is formed in the shape of a tube.
7. The method of claim 1 further comprising frangibly closing the second end of the lateral liner tube with a rope so as to cause the lateral liner tube to inflate when pressurized by a fluid.
8. The method of claim 7 wherein the second end of the lateral liner tube is closed prior to moving the liner assembly within the pipe.
9. A method for repairing a main pipe and a lateral pipe connected thereto and in communication therewith to form a pipe joint, the method comprising:
taking a liner assembly including a main liner member and a lateral liner tube having first and second opposite liner tube ends and a liner tube wall including an absorbent material capable of absorbing an uncured resin, the liner tube wall having first and second opposite wall surfaces, and the first end of the lateral liner tube joined with the main liner member;
impregnating the liner assembly with an uncured resin;
inserting a plug at the second end of the lateral liner;

frangibly closing the second end of the liner tube;
moving the liner assembly and plug within the main pipe to a position where the first end of the lateral liner tube is adjacent the pipe joint;
pressing the main liner member against the main pipe;
inverting the lateral liner tube in the lateral pipe from an initial position wherein the first wall surface of the lateral liner tube faces in an inward radial direction and the second wall surface of the lateral liner tube faces in an outward radial direction to an inverted position wherein the first wall surface of the lateral liner tube faces in an outward radial direction against the lateral pipe and the second wall surface faces in an inward radial direction;
pressurizing the lateral liner tube with a fluid;
pressing the first wall surface of the lateral liner tube against the lateral pipe;
pressurizing the plug at the second end of the liner such that the second end of the liner tube becomes open; and allowing the resin to cure and harden.
10. The method of claim 9 further comprising attaching the plug to an inflation source outside the pipe.
11. The method of claim 9 further comprising applying pressure to move the plug to the second end of the lateral liner.
12. The method of claim 11 further comprising attaching a hose from the plug to an inflation source.
13. The method of claim 9 wherein the plug is at least partially inflated within the lateral liner.
14. The method of claim 9 wherein the second end of the lateral liner tube is closed with a rope prior to moving the liner assembly within the pipe.
CA2805740A 2007-03-30 2008-03-28 Bladderless pipeliner and method for using same Expired - Fee Related CA2805740C (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
US11/694,206 US7845372B2 (en) 2007-03-30 2007-03-30 Bladderless pipeliner and method for using same
US11/694,206 2007-03-30
CA2682634A CA2682634C (en) 2007-03-30 2008-03-28 Bladderless pipeliner and method for using same

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CA2682634A Division CA2682634C (en) 2007-03-30 2008-03-28 Bladderless pipeliner and method for using same

Publications (2)

Publication Number Publication Date
CA2805740A1 CA2805740A1 (en) 2008-10-09
CA2805740C true CA2805740C (en) 2015-06-23

Family

ID=39792221

Family Applications (2)

Application Number Title Priority Date Filing Date
CA2805740A Expired - Fee Related CA2805740C (en) 2007-03-30 2008-03-28 Bladderless pipeliner and method for using same
CA2682634A Expired - Fee Related CA2682634C (en) 2007-03-30 2008-03-28 Bladderless pipeliner and method for using same

Family Applications After (1)

Application Number Title Priority Date Filing Date
CA2682634A Expired - Fee Related CA2682634C (en) 2007-03-30 2008-03-28 Bladderless pipeliner and method for using same

Country Status (5)

Country Link
US (1) US7845372B2 (en)
EP (1) EP2142837B1 (en)
CA (2) CA2805740C (en)
DK (1) DK2142837T3 (en)
WO (1) WO2008121838A2 (en)

Families Citing this family (26)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2823176C (en) * 2007-10-15 2015-08-11 Lmk Technologies, Llc Device and method for repairing pipe
GB0823174D0 (en) * 2008-12-19 2009-01-28 Sanders Simon Extender-tube for installing liners in pipes
US9724873B2 (en) 2008-12-19 2017-08-08 Simon Sanders Pipe-liner eversion system and method
US10160158B2 (en) 2008-12-19 2018-12-25 Simon Sanders Pipe-liner eversion system and method
US20110024103A1 (en) * 2009-07-28 2011-02-03 Storm Jr Bruce H Method and apparatus for providing a conductor in a tubular
DE102010002960B4 (en) * 2010-03-17 2011-12-22 Resinnovation Gmbh Method and device for producing a pipe lining
US20110236138A1 (en) * 2010-03-24 2011-09-29 Cosban William C Method for repairing and reinforcing underground pipes
US8869839B1 (en) * 2010-03-25 2014-10-28 Perma-Liner Industries, Llc Method and device for repairing piping
US8465690B1 (en) * 2010-07-01 2013-06-18 John Heisler Fluid inversion liner apparatus
US20120006440A1 (en) * 2010-07-08 2012-01-12 Lmk Enterprises, Inc. Apparatus and method for lining a pipe junction
CN101982693A (en) * 2010-10-19 2011-03-02 大庆石油管理局 Method for controlling speed of introverting glass steel in pipeline
US9289862B2 (en) 2011-09-23 2016-03-22 Patrick Edison Kane Device for sealing a delivery fluid system and method
US9074720B2 (en) * 2012-02-26 2015-07-07 Perma-Liner Industries, Llc Apparatus and method for repairing pipes
US9341302B2 (en) * 2012-10-16 2016-05-17 Lmk Technologies, Llc Means and method for lining a pipe
JP6030937B2 (en) * 2012-12-07 2016-11-24 芦森工業株式会社 Line lining material and line lining method
DE102013005858B3 (en) * 2013-04-08 2014-08-21 Schwindt Hydraulik Gmbh Method of lining boreholes for deep wells and apparatus for carrying out the method
FI125955B (en) 2013-08-06 2016-04-29 Picote Oy Ltd Renovation sock and method for installing a renovation sock in piping
GB201410508D0 (en) * 2014-06-06 2014-07-30 Olimb Group As Arrangement and method for lining pipes
HK1210369A2 (en) * 2015-11-20 2016-04-15 香港中華煤氣有限公司 A pipe repairing tool and a method of repairing a pipe
GB2550910A (en) * 2016-05-27 2017-12-06 Sanders Simon A liner
US10139030B2 (en) * 2016-06-02 2018-11-27 Rush Sales Company, Inc. Cured-in-place pipe unit and rehabilitation
DE102017101394A1 (en) * 2017-01-25 2018-07-26 HD Sanierungstechnik GmbH Packer arrangement with operating method and assembly method
CH713480A2 (en) * 2017-02-21 2018-08-31 Bodus Gmbh Apparatus and method practicable with the apparatus for producing a lining of a pipe.
US11674628B2 (en) 2017-08-18 2023-06-13 Moray Group, Llc Method, apparatus and system for lining conduits
CN108758161B (en) * 2018-05-30 2020-04-17 苏州热工研究院有限公司 In-pipe maintenance device and maintenance method thereof
US11879566B1 (en) 2022-07-18 2024-01-23 Moray Group, Llc Pinch valve assembly and method for using same

Family Cites Families (69)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3914825A (en) 1973-10-25 1975-10-28 Lester A Reynolds Unidirectional detent for flexible elongated members
DE2861006D1 (en) 1977-07-27 1981-11-26 Trio Engineering Ltd As Method of lining a passageway
JPS6021529B2 (en) 1980-02-18 1985-05-28 東京瓦斯株式会社 Method of lining pipes
US4366012A (en) 1981-02-05 1982-12-28 Insituform International Inc. Impregnation process
US4685983A (en) 1984-08-28 1987-08-11 Long Technologies, Inc. Method and apparatus for the installation of a liner within a conduit
US4752511A (en) 1986-08-15 1988-06-21 Insituform International Nv Method and apparatus for sealing the space between pipes and linings therefor
US5447665A (en) 1986-03-31 1995-09-05 Nupipe, Inc. Method of removal of replacement pipe installed in an existing conduit
GB8609307D0 (en) 1986-04-16 1986-05-21 Insituform Group Ltd Lining of piplines
US4836715A (en) 1987-02-11 1989-06-06 Insituform International N.V. Passageway lining material
GB8726073D0 (en) 1987-11-06 1987-12-09 Rice N Re-lining of sewers
US5407630A (en) 1989-03-21 1995-04-18 Insituform (Netherlands) Bv Lining of pipelines or passageways
KR920701747A (en) 1989-03-21 1992-08-12 원본미기재 Improvements related to lining of pipes and passages
US5044405A (en) 1989-08-21 1991-09-03 Insituform Licensees B.V. Method and apparatus for repair-lining of short sections of pipe
US5049003A (en) 1989-08-23 1991-09-17 Kenneth Barton Method and apparatus for repairing ruptures in underground conduits
US5108533A (en) 1989-10-10 1992-04-28 Long Technologies, Inc. Method and combination for installing a liner within a service pipe transversely connected to a main pipe
GB9001137D0 (en) 1990-01-18 1990-03-21 Insituform Group Ltd Improvements relating to the lining of pipelines or passageways
US4991006A (en) * 1990-03-08 1991-02-05 Insituform Licensees, B. V. Apparatus using an everted hose for inspecting the interior of a lateral pipeline
GB9007719D0 (en) 1990-04-05 1990-06-06 Subterra Ltd Lining conduits
US6337114B1 (en) 1992-09-10 2002-01-08 Insituform (Netherlands) B.V. Flexible lining with flexible collar for lining lateral pipelines
GB9009073D0 (en) 1990-04-23 1990-06-20 Insituform Group Ltd Improvements relating to the lining of pipelines or passageways
US5154936A (en) 1990-10-05 1992-10-13 Insituform Licensees B.V. Apparatus for everting a tube
GB9024274D0 (en) 1990-11-08 1990-12-19 Insituform Group Ltd Improvements in or relating to the lining of passageways
GB9121786D0 (en) 1991-10-14 1991-11-27 Insituform Group Ltd Improvements relating to the placement of pipes in the ground
JP2554411B2 (en) 1991-05-31 1996-11-13 株式会社ゲット Branch pipe lining material and manufacturing method thereof
US5280811A (en) 1991-07-18 1994-01-25 Guilio Catallo Method of softlining sewer rehabilitation
GB9119100D0 (en) 1991-09-06 1991-10-23 Insituform Group Ltd Improvements relating to the lining of pipelines and passageways
GB9127140D0 (en) 1991-12-20 1992-02-19 Insituform Group Ltd Improvements in or relating to the lining of passageways
GB9127315D0 (en) 1991-12-23 1992-02-19 Insituform Group Ltd Improvements relating to the lining of pipelines and passageways
GB9203005D0 (en) 1992-02-13 1992-03-25 Insituform Group Ltd Improvements relating to the lining of pipelines or passageways
US5609439A (en) * 1992-03-06 1997-03-11 Kmg Kanal-Muller-Gruppe International Gmbh & Co. Kg Method of and apparatus for repairing and sealing junctions between mains and branch pipes
JP2530553B2 (en) 1993-03-23 1996-09-04 株式会社湘南合成樹脂製作所 Branch pipe lining method
GB9225528D0 (en) 1992-12-07 1993-01-27 Insituform Group Ltd Improvements relating to the lining of pipelines and passageways
US5451284A (en) 1992-12-25 1995-09-19 Nippon Kokan Koji Kabushiki Kaisha Self-mobile work vehicle moveable through pipeline and method and apparatus for lining interconnecting branch pipe using the vehicle
AU122141S (en) 1993-05-19 1994-12-09 Insituform Licensees B V /S A Collar for a pipe inlet
US5388616A (en) 1993-05-19 1995-02-14 Mueller; Hans Invertible liner for internal surfaces of fluid conveying pipes and the like
GB9312190D0 (en) 1993-06-12 1993-07-28 Insituform Technologies Limite Improvements relating to the lining of pipelines and passage-ways
JP2528429B2 (en) 1993-08-31 1996-08-28 株式会社湘南合成樹脂製作所 Branch pipe lining method
GB9319832D0 (en) 1993-09-25 1993-11-10 Insituform Technologies Inc Improvements relating to the lining of pipelines and passageways
JP2564092B2 (en) 1993-09-28 1996-12-18 株式会社湘南合成樹脂製作所 Branch pipe lining method
US5546992A (en) 1994-01-18 1996-08-20 Insituform (Netherlands) B.V. Dual containment pipe rehabilitation system
GB9401198D0 (en) 1994-01-21 1994-03-16 Insituform Uk Limited Improvements relating to the lining of pipelines or passageways
JP2605220B2 (en) 1994-07-05 1997-04-30 株式会社湘南合成樹脂製作所 Branch pipe lining method
US5794663A (en) 1994-08-19 1998-08-18 Lmk Enterprises Apparatus for repairing a pipeline and method for using same
US5950682A (en) 1994-08-19 1999-09-14 Lmk Enterprises, Inc. Apparatus and method for repairing the junction of a sewer main line and lateral
US5597353A (en) 1994-10-07 1997-01-28 Insituform (Netherlands) B.V. Compact apparatus for everting a liner and method
US5655283A (en) 1995-06-12 1997-08-12 Insituform (Netherlands) B.V. Corporation stop assembly
US5737822A (en) 1995-06-12 1998-04-14 Insituform (Netherlands) B.V. Corporation stop assembly
US5919327A (en) 1995-06-30 1999-07-06 Insituform (Netherlands) B.V. Method and apparatus for sealed end for cured in place pipe liners
US5971029A (en) 1995-07-11 1999-10-26 Instituform (Netherlands) B.V. Dual containment pipe system and method of installation
US6001212A (en) 1996-03-25 1999-12-14 Insituform (Netherlands) B.V. Method for lining of lateral pipelines with flow-through apparatus
US5816293A (en) 1996-03-27 1998-10-06 Kiest, Jr.; Larry W. Apparatus for installation of a liner within a pipeline
US5736166A (en) 1996-06-11 1998-04-07 Insituform (Netherlands) B.V. Flow-through apparatus for lining of pipelines
US5960882A (en) 1997-01-23 1999-10-05 Insituform (Netherlands) B.V. Dual-ended apparatus for cutting openings in lined conduits
US6068725A (en) 1997-11-26 2000-05-30 Insituform (Netherlands) B.V. Method of installation of a flexible cured in place lateral seal in an existing main pipeline
US6029726A (en) 1997-11-26 2000-02-29 Insituform (Netherlands) B.V. Apparatus for installing a flexible cured in place lateral seal in an existing main pipeline
US5915419A (en) 1997-11-26 1999-06-29 Insituform (Netherlands) B.V. Cured in place lateral seal for relining of pipelines and method of manufacture
DE29802675U1 (en) 1998-02-17 1998-08-06 KMG Kanal-Müller-Gruppe Mitte GmbH & Co KG, 32816 Schieder-Schwalenberg Device for inserting a lining hose from the main sewer into a house connection duct
US6039079A (en) 1998-07-17 2000-03-21 Lmk Enterprises, Inc. Apparatus and method for repairing the junction of a sewer main line and lateral pipe
US6612340B1 (en) 2000-06-30 2003-09-02 Insituform (Netherlands) B.V. Turnback protection for installation of cured in place liners
US6682668B1 (en) 2000-08-11 2004-01-27 Insituform (Netherlands) B.V. Installation of cured in place liners with an endless reusable inflation bladder and installation apparatus
DE20020280U1 (en) 2000-11-29 2001-03-22 Schwalm, Willi, 36251 Bad Hersfeld Packer for lining the transition area between a main sewage pipe and a house connection pipe opening into the main sewage pipe
US6708728B2 (en) 2001-07-17 2004-03-23 Insituform (Netherlands) B.V. Installation of cured in place liners with air and steam and installation apparatus
US6539979B1 (en) 2001-08-10 2003-04-01 Insituform (Netherlands) B.V. Pressurized bladder canister for installation of cured in place pipe
US6682264B1 (en) 2002-02-26 2004-01-27 Ina Acquisition Corp. Method of accurate trenchless installation of underground pipe
US6932116B2 (en) 2002-03-14 2005-08-23 Insituform (Netherlands) B.V. Fiber reinforced composite liner for lining an existing conduit and method of manufacture
US6708729B1 (en) 2002-03-14 2004-03-23 Instituform B.V. Fiber reinforced composite liner for lining an existing conduit and method of manufacture
US7112254B1 (en) 2003-11-07 2006-09-26 Insituform (Netherlands) B.V. Installation of cured in place liner with inner impermeable layer and apparatus
TW200613677A (en) 2004-10-27 2006-05-01 Shonan Gosei Jushi Seisakusho Lateral pipe lining material and lateral pipe lining method
JP4682105B2 (en) 2006-08-03 2011-05-11 株式会社湘南合成樹脂製作所 Branch pipe lining material and branch pipe lining method

Also Published As

Publication number Publication date
WO2008121838A2 (en) 2008-10-09
WO2008121838A3 (en) 2009-05-28
CA2682634C (en) 2013-06-18
CA2682634A1 (en) 2008-10-09
EP2142837B1 (en) 2015-08-12
EP2142837A2 (en) 2010-01-13
DK2142837T3 (en) 2015-08-31
US20080236692A1 (en) 2008-10-02
US7845372B2 (en) 2010-12-07
CA2805740A1 (en) 2008-10-09

Similar Documents

Publication Publication Date Title
CA2805740C (en) Bladderless pipeliner and method for using same
US11028955B2 (en) Means and method for lining a pipe
AU2017268545B2 (en) Apparatus and method for repairing pipes and pipe junctions
US20140224371A1 (en) Device and method for repairing pipe
US20190277437A1 (en) Apparatus and Method for Repairing the Junction of a Sewer Main and Lateral Pipe

Legal Events

Date Code Title Description
EEER Examination request

Effective date: 20130205

MKLA Lapsed

Effective date: 20180328